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Abstract
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Article Information:
Rubber Pad Intensity and Track Stiffness of Double Slip Turnout in Heavy Haul Railway
Rong Chen, Ping Wang and Li Wang
Corresponding Author: Rong Chen
Submitted: March 16, 2012
Accepted: April 14, 2012
Published: October 15, 2012 |
Abstract:
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Double slip turnout is common in heavy haul railway and due to its complex structure, its
maintenance is difficult as well as important. Focusing on No.12 double slip turnout (75 kg/m rail), this study
analyzed the intensity of the different slotted rubber pad under iron plate and track stiffness of turnout zone
based on the finite element method with a purpose of improving the performance of the double slip turnout.
Results show that: the depth of groove on rubber pad and groove center distance have great influences on the
equivalent stresses of iron plate and the pad; under pressure of 85.52 kN on sleeper, the maximal equivalent
stresses of iron plate and the pad under iron plate are 72.959 and 2.141 MPa, respectively, both smaller than
their allowable value; the maximal longitudinal variation rates of entire track stiffness are 1.42 and 1.34
respectively; the stiffness uniformity of the diamond-shaped double slip turnout can meet the requirement that
the train runs at or below 120 km/h. All these achievements can be used as the theoretical guidance for
performance optimization of double slip turnout and improving the running stability of heavy haul trains as well
as extending service life of the turnout
Key words: Double slip turnout, heavy haul railway, intensity, rubber pad, track stiffness, ,
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Cite this Reference:
Rong Chen, Ping Wang and Li Wang, . Rubber Pad Intensity and Track Stiffness of Double Slip Turnout in Heavy Haul Railway . Research Journal of Applied Sciences, Engineering and Technology, (20): 4112-4117.
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ISSN (Online): 2040-7467
ISSN (Print): 2040-7459 |
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